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HomeMy WebLinkAboutRCG_East Mill Residential Dev_Site Plan Set - Civil Design Group - Revised - Consultant Review - 0 Prescott Street 2/12/2026 :: ESIGN D PREPARED BY C/O RCG, LLC PREPARED FOR 17 IVALOO STREET ROUP, LLC IVIL G EAST MILL HOUSING LLC (APPLICANT) RCG NORTH ANDOVER MILLS LLC (OWNER) C : 1"=100' FOR SCALE: MUNICIPALITY CONTACTS ZERO PRESCOTT COMPREHENSIVE PERMIT SITE DEVELOPMENT PLANS SITE PLAN SHEET LOCUS PLAN COVER SHEETUTILITY PLAN LEGEND & NOTES DESCRIPTION twhW9/ {L9 CONSTRUCTION DETAILS GRADING & DRAINAGE PLAN LANDSCAPE & LIGHTING PLANS ALTA/NSPS TITLE INSURANCE SURVEY SITE DEMOLITION & EROSION CONTROL PLAN T E E R T S R E T A W T E ER T S H GI H 123456 13 1 - 6 7 - 12 L1.0-L3.0 SHEET NUMBER - DATE 02/11/202602/11/202602/11/202602/11/202602/11/202602/11/202602/11/202602/11/202602/05/2026 REVISED : DATE 01/14/2024 10/21/202510/21/202510/21/202510/21/202510/21/202510/21/202510/21/202510/21/202510/21/2025 NORTH ANDOVER, MA 01845 PROPERTY PRESCOTT STREET & HIGH STREETASSESSOR'S PARCEL 68-10DEED REFERENCE:BOOK 10601 PAGE 340PLAN REFERENCE:PLAN 18129 OF 2020OWNER OF RECORD:RCG NORTH ANDOVER MILLS LLC ESIGN D ROUP, LLC 17 IVALOO STREET SOMERVILLE, MA 02143 www.cdgengineering.com 4 HIGH STREET, SUITE 155 IVIL NORTH ANDOVER, MA 01845 G p: 978-794-5400 f: 978-965-3971 EAST MILL HOUSING LLC C RD ET&C RD ET&C ESIGN D ROUP, LLC 17 IVALOO STREET SOMERVILLE, MA 02143 www.cdgengineering.com 4 HIGH STREET, SUITE 155 IVIL NORTH ANDOVER, MA 01845 G p: 978-794-5400 f: 978-965-3971 EAST MILL HOUSING LLC C ESIGN D ROUP, LLC 17 IVALOO STREET SOMERVILLE, MA 02143 www.cdgengineering.com 4 HIGH STREET, SUITE 155 IVIL NORTH ANDOVER, MA 01845 G p: 978-794-5400 f: 978-965-3971 EAST MILL HOUSING LLC C ESIGN D ROUP, LLC 17 IVALOO STREET SOMERVILLE, MA 02143 www.cdgengineering.com 4 HIGH STREET, SUITE 155 IVIL NORTH ANDOVER, MA 01845 G p: 978-794-5400 f: 978-965-3971 EAST MILL HOUSING LLC C ESIGN D ROUP, LLC 17 IVALOO STREET SOMERVILLE, MA 02143 www.cdgengineering.com 4 HIGH STREET, SUITE 155 IVIL NORTH ANDOVER, MA 01845 G p: 978-794-5400 f: 978-965-3971 EAST MILL HOUSING LLC C 17 IVALOO STREET SOMERVILLE, MA 02143 EAST MILL HOUSING LLC NOT TO SCALENOT TO SCALE Middle block (Typical)Block widths vary with design to engage shear knobs (Typical)Solid bottom block Move blocks forward during installationDrainstone (AASHTO No. 57 or equivalent)to extend at least 12" (305 mm) behind blocksFill wedge between adjacent blockswith drainstone (all blocks)Fill vertical core slot with drainstone(PC blocks)Block widths vary with design Non-woven geotextile fabric(If specified by Engineer based onsite soil conditions) Grade to drain surface wateraway from wall RETAINED SOIL Top block Drain (As specified by Engineer) NOT TO SCALE NOT TO SCALE Leveling pad (As specified by Engineer) " (41 mm) 8 5 Setback = 1 design) Bury depth Exposed wall This drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility ofthe design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actualconditions of the proposed site. (Height varies with NOT TO SCALENOT TO SCALE NOT TO SCALENOT TO SCALENOT TO SCALE 17 IVALOO STREET SOMERVILLE, MA 02143 EAST MILL HOUSING LLC NOT TO SCALENOT TO SCALE NOT TO SCALENOT TO SCALE NOT TO SCALE NOT TO SCALENOT TO SCALE NOT TO SCALENOT TO SCALE XX 17 IVALOO STREET SOMERVILLE, MA 02143 EAST MILL HOUSING LLC NOT TO SCALE NOT TO SCALENOT TO SCALE NOT TO SCALENOT TO SCALE 5 NOT TO SCALE NOT TO SCALE NOT TO SCALE APPROXIMATE LIMITSOF EXCAVATION AND EXCAVATE 2" OF GRAVEL REMOVE TEMPORARY HMA REPAIRBORROW 1.5" HMA TOP COURSE 8" NOT TO SCALE NOT TO SCALENOT TO SCALE 3" HMA BINDER COURSE SELECT NATIVE BACKFILL DISTURBED PAVEMENT APPROXIMATE LIMIT OF PROCESSED GRAVEL BORROW PAVEMENT (TYP) SAW CUT EXISTING 17 IVALOO STREET SOMERVILLE, MA 02143 EAST MILL HOUSING LLC NOT TO SCALE THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHERGRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BEPLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE/COVER TOP SOIL 8 NOT TO SCALE 11 6 3 Outlet 9 NOTE: USE FOR STRUCTURES WITH 2 OR FEWER PIPES. WATERTIGHT JOINT(CORRUGATED HDPE SHOWN) 5 Profile 1 2 4 7 Inlet 10 8 As Required 12" DRAIN NOT TO SCALE Inlet 2. Outlet Disk3. Pretreatment Disk4. Pretreatment Grate5. Inner Chamber6. By-Pass Weirs7. SEE BELOW8. Inlet and Outlet Pipes9. Structure Diameter HydroStorm Components1. Perforated Scour Plate10. Base Extension11. Sump Depth C 5 6 8" HDPE www.nyloplast-us.com 3130 VERONA AVEBUFORD, GA 30518PHN (770) 932-2443FAX (770) 932-2490 Inlet Outlet GRATE TO MATCH BASIN O.D. (1) INTEGRATED DUCTILE IRON INLETS SHALL BE PLACED & COMPACTED 8 8 4 PLAN FOR HEADER PIPE SIZE 9 THE BACKFILL MATERIAL SHALL BE CRUSHED THE REQUIREMENTS OF CLASS I, CLASS II, OR IRON PER ASTM A536 GRADE 70-50-05. TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER (4" - 24"). 1 - 8" - 30" DOME GRATES SHALL BE DUCTILE2 - DRAINAGE CONNECTION STUB JOINT3 - 8" - 30" DOME GRATES HAVE NO LOAD RATING BEDDING & BACKFILL FOR SURFACE DRAINAGE 6 CLASS III MATERIAL AS DEFINED IN ASTM D2321. REFER TO GRADING & DRAINAGE UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 7 STONE OR OTHER GRANULAR MATERIAL MEETING Plan HydroStorm by Hydroworks, LLCPatent Pendingwww.hydroworks.com888-290-7900 NOT TO SCALENOT TO SCALE NOT TO SCALENOT TO SCALE 17 IVALOO STREET SOMERVILLE, MA 02143 EAST MILL HOUSING LLC NOT TO SCALE NOT TO SCALE NOT TO SCALENOT TO SCALE NOT TO SCALE NOT TO SCALENOT TO SCALE 17 IVALOO STREET SOMERVILLE, MA 02143 EAST MILL HOUSING LLC NOT TO SCALENOT TO SCALE MIN. 12" NOT TO SCALENOT TO SCALE NOT TO SCALENOT TO SCALE ESIGN D ROUP, LLC 17 IVALOO STREET SOMERVILLE, MA 02143 www.cdgengineering.com 4 HIGH STREET, SUITE 155 IVIL NORTH ANDOVER, MA 01845 G p: 978-794-5400 f: 978-965-3971 EAST MILL HOUSING LLC C UP DN R I D G E UP DN R I D G E 80 SPACES UP UPUPUPUP DN DNDN STAIR DN UP UP DN